Effective stress, Total stress and Pore water pressure in Soil Mechanics || Example solved
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- เผยแพร่เมื่อ 8 ก.ย. 2024
- This video shows how to find and draw vertical stresses for soil having different layers. In this video one numerical example has been solved to show how to calculate total stress, effective stress and pore water pressure in soil layers. For more details please watch full video.
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Effective stress
pore water pressure
stresses in soil
vertical stresses in soil
soil stresses
total stress in soil
stress at any point in soil
soil mechanics basics
You have explained a concept in 12 minutes that I was not confident on after a year of lectures 👏🏿. Maybe I just finally have the passion to learn the topic.
TH-cam videos have always helped me to get the highest marks, I was foolish to depend on classrooms and lecture notes alone, I just don't learn that way.
Excellent!
Thank you very much..you gained me 8 marks in 10 mins💛💛
Glad it helped!
4 marks question here in our college 😢😢
Only if my lecturers explained with such clarity! :( I would've enjoyed it more
Glad it was helpful!
Thank you for this video, it helped a lot
Glad it helped!
Question: what if the area above the water table has a moisture content of say 15% - do we use dry unit weight or total unit weight in our calculation?
This is wonderful, what a great teacher!
Thanks
The effective stress diagram is the subtraction of total stress diagram by the water pressure diagram. The bottom of the total stress is reduced by 60kPa to get the effective stress at bottom point.
Can you please let me know the author name of the soil mechanics book?
thank you very much but please i need treated question under soil consolidation.
Thank you sir I am one of connecting to channel thank you ur guide
I have one ☝️ question sir the last part the water pressure calculation
You took 19.81 isn’t take the 20
Thank you sir ❤
Most welcome
Would like to know about unsaturated conditions
Thanks. But at 3-3; why use 169 instead of 139.6 since that is the resultant stress?
He used 169 because when he calculated pore water pressure for 4-4, he used H=6ft. He can also use 139.6 like you said, but H must be = 3ft when calculate for pore water pressure
Life saver
thank you teacher
You are welcome
DEAR FRIEND CAM YOU HELP TO CALCULATE THE STRESS OF POURED SAND IN HESCO BATION
tHANK YOu soo much sir
Most welcome
Tnqq..
Welcome 😊
Thanks but i need stress and strain of beam do post it.
Thank you Sir
Most welcome
❤
Thanks
THE HESCO BASTION SIZE 7 FEET BASE AND HIEGHT 7/25 FEET/ SPOT WELDED MESH SIZE IS 80 M/M AND WIRE THICKNESS IS 4.5 M.M
Nice good but if you share with same example pdf file it's good
Good lecture
Thanks for liking
Better than all my proffs in uni 😂 lakehead university is a joke
wow
good work detailed with graphics, now can you draw the static free body diagram of the particular example, I think it should be shown, thx
Or vedio bnayee sir plz
hi
hi
Thank you💫
You are so welcome